Standard Drawings and Applications For Residential Deck Construction
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2 Standard Drawings and Applications For Residential Deck Construction From the Kentucky Residential Code As enforced by Planning and Development Services of Kenton County NOTE: FASTENERS (SCREWS, NAILS, BOLTS, HANGERS ETC.) FOR PRESSURE TREATED WOOD MUST BE OF THE FOLLOWING: HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, OR AS APPROVED BY THE MANUFACTURER S REQUIREMENTS. No permit is required for decks that meet ALL the criteria listed below: 1. Less than 200 square feet 2. Less than 30 inches above grade 3. Not attached to the house or primary structure 4. Does not serve the required means of egress.
3 EXISTING DRIVE- PROPERTY 30 PROPERTY SITE PLAN PROPERTY WHEN MEASURING DISTANCE FROM YOUR PROJECT TO THE PROPERTY LINE, ALWAYS MEASURE FROM THE POINT CLOSEST TO THE PROPERTY LINE 45 PROPOSED 15 EXISTING R/W MAIN EDGE OF PAVEMENT 2
4 Deck Plan Requirements Your deck plans must provide the information shown below. Use the page references to find the requirements for each item. Decks can not be supported on ledger boards bolted through brick veneer per KRC Existing structure attaching deck to Band board attachment details pages 7-8 Joist size and spacing page 5 Deck Beam size and spacing page 5 Post size and beam attachment details page 5 Post footing size and attachment details page 6 Floor joist cantilever Stair, handrail and guardrail details pages 10 and 11 3
5 Draw Floor Joist Layout Here: Show joists, beam(s), posts and stairs (if applicable) and show all dimensions ** Deck ledger boards CAN NOT be supported on stone or masonry veneer unless designed by a registered design professional.** What will the deck ledger board be attached to/supported by: Fastener type used to attach ledger to structure: Lag Screw, Bolt or Other Note: Lag Screws cannot span as far as Bolts Fastener Diameter Fastener Length Fastener Spacing Floor Joist size, span and spacing Floor Joist Cantilever (extension past beam): Beam Size (example 2-2 x 10) Beam Span (between posts): Post Size Post Height Post Footing Diameter Footing Depth below grade Min. depth 30 Will this deck have a hot tub or any other special feature: If so please provide documentation stating the design will support all loads imposed by a fully loaded hot tub or special feature. I have read this document in its entirety and agree to construct this deck according to these specifications Title: 4
6 DECK JOIST SPAN AND SPACING CHART Size Spacing in inches on center Pressure Treated Southern Yellow Pine Visually Graded SS No. 1 No. 2 No x6 2x8 2x10 2x DECK BEAM SIZE AND SPAN CHART Beam Size JOIST SPAN x x x x USING THE BEAM CHART: 1. FIND THE SPAN OF YOUR DECK JOISTS 2. LOCATE THE SIZE BEAM YOU INTEND TO USE 3. LOCATE THE POINT ON THE CHART WHERE YOUR JOIST SPAN AND BEAM SIZE INTERSECT AND THAT WILL GIVE YOU THE MAXIMUM SPAN ALLOWED FOR YOUR POSTS. EXAMPE: USING A 12 JOIST SPAN AND A 2-2X12 BEAM, YOUR MAXIMUM SPACE BETWEEN POSTS WOULD BE 11. JOIST SIZE RECOMMENDED POST SIZE DECKHEIGHT x 6 4 x 4 4 x 4 4 x 6 4 x 6 6 x 6 6 x 6 6 x 6 2 x 8 4 x 4 4 x 6 4 x 6 6 x 6 6 x 6 6 x 6 6 x 6 2 x10 4 x 6 4 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 USING THE POST SIZING CHART: 1. FIND THE SIZE OF YOUR DECK JOISTS 2. LOCATE THE HEIGHT OF YOUR DECK 3. LOCATE THE POINT ON THE CHART WHERE YOUR JOIST SIZE AND DECK HEIGHT INTERSECT AND THAT WILL GIVE YOU THE MINIMUM SIZE POST YOU CAN USE. EXAMPE: USING A 2 x 8 JOIST AND A 10 DECK HEIGHT, YOUR MINIMUM POST SIZE WOULD BE A 6 x 6. FASTENERS (SCREWS, NAILS, BOLTS, HANGERS ETC.) FOR PRESSURE TREATED WOOD MUST BE OF THE FOLLOWING: HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, OR AS APPROVED BY THE MANUFACTURER S REQUIREMENTS. 5
7 30 MIN. 30 MIN. POST- BEAM AND FOOTING DETAILS CIRCLE WHICH DETAIL YOU WILL BE USING FOR POST AND BEAM PLACEMENT. LIST THE POST SIZE AND FOOTING DEPTH AND WIDTH IN THE BLANKS BELOW Fasten beams to post with 1/2 diameter bolts, nuts and washers (2 per post minimum) Notch posts to allow beams to rest on them Post size: x x tall Posts set on top of concrete pier must rest in mechanical connectors made for such use and placed per manufacturer s specifications. 12 MIN. 12 MIN. Beams must be fastened together with two rows of 10d nails at 32 on center. Place one row in the top 1/3rd of the beam and the other in the bottom 1/3rd and stagger the nails of each row. FASTENERS (SCREWS, NAILS, BOLTS, HANGERS ETC.) FOR PRESSURE TREATED WOOD MUST BE OF THE FOLLOWING: HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, OR AS APPROVED BY THE MANUFACTURER S REQUIREMENTS. 6
8 2 Deck Band Board Attachments Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. Where positive connection to the primary building structure cannot be verified during inspection, decks shall be self-supporting. For decks with cantilevered framing members, connections to exterior walls or other framing members, shall be designed and constructed to resist uplift resulting from the full live load specified in Table R acting on the cantilevered portion of the deck. R507.2 Decks ledger connection to band joist. For decks supporting a total design load of 50 pounds per square foot: 40 pounds per square foot live load plus 10 pounds per square foot dead load, the connection between a deck ledger of pressure-preservative-treated Southern Pine, incised pressure-preservative treated Hem-Fir or approved decay-resistant species, and a 2-inch (51 mm) nominal lumber band joist bearing on a sill plate or wall plate shall be constructed with ½-inch (12.7 m) lag screws or bolts with washers in accordance with Table R Lag screw, bolts and washers shall be hot-dipped galvanized or stainless steel Placement of lag screws or bolts in deck ledgers. The lag screws or bolts shall be placed 2 inches in from the bottom or top of the deck ledgers and between 2 and 5 inches in from the ends. The lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger. See drawing below. Lag Screw/Bolt Placement Detail Staggered Pattern 2-5 R Alternate deck ledger connections. Deck ledger connections not conforming to Table R shall be designed in accordance with accepted engineering practice. Girders supporting deck joists shall not be supported on deck ledgers or band joists. Deck ledgers shall not be supported on stone or masonry veneer unless specifically designed by a design professional. TABLE R507.2 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER AND A 2-INCH NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOISTc, f, g (Deck live load = 40 psf, deck dead load = 10 psf) JOIST SPAN 6 or less 6 1 to to to to to to 18 Connection details ½ inch diameter lag screw with 15/32 maximum sheathing a ½ inch diameter bolt with 15/32 inch maximum sheathing ½ inch diameter bolt with 15/32 inch maximum sheathing and ½ inch stacked washers b, h On-center spacing of fasteners d, e For SI: 1-inch = 25.4 mm, 1 foot = mm. 1 pound per square foot = kPa. a. The tip of the lag crew shall fully extend beyond the inside face of the band joist. b. The maximum gap between the face of the ledger board and face of the wall sheathing shall be ½. c. Ledgers shall be flashed to prevent water from contacting the house band joist. d. Lag screws and bolts shall be staggered n accordance with Section R e. Deck ledger shall be minimum 2 x 8 pressure-preservative-treated No. 2 grade lumber, or other approved materials as established by standard engineering practice. f. When solid-sawn pressure-preservative-treated deck ledgers are attached to a minimum 1 inch thick engineered wood product (structural composite lumber, laminated veneer lumber or wood structural panel band joist), the ledger attachment shall be designated in accordance with accepted engineering practice. g. A minimum 1 x 9 ½ Douglas Fir laminated veneer lumber rim board shall be permitted in lieu of the 2-inch nominal band joist. h. Wood structural panel sheathing, gypsum board sheathing not exceeding 1 inch in thickness shall be permitted. The maximum distance between the face of the ledger board and the face of the band joist shall be 1 inch. 7
9 Table Placement of Lag Screws and Bolts in Deck Ledgers and Band Joists Placement of Lag Screws and Bolts in Deck Ledgers and Band Joists Top Edge Bottom Edge Ends Row Spacing Ledger a 2 inches d 1/4 inch 2 inches b 1-5/8 inches b Band Joist c 3/4 inch 2 inches 2 inches b 1-5/8 inches b For SI: 1 inch = 25.4 mm A. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R (1). B. Maximum 5 inches. C. For engineered rim joists, the manufacturer s recommendations shall govern. D. The minimum distance from the bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R (1) Figure (1) Placement of Lag Screws and Bolts in Deck Ledgers 2 Min. Stagger Fasteners in 2 Rows 5 Max. 5.5 min for 2 x min for 2 x min for 2 x 12 2 Min. *Distance shall be permitted to be reduced to 4.5 if lag screws are used or bolt spacing is reduced to that of lag screws to attach 2 x 8 ledgers to 2 x 8 band joists. 3/4 Min. Figure (2) Placement of Lag Screws and Bolts in Band Joists Remove exterior wall covering at ledger board and flash/seal ledger connection to properly prevent water intrusion and ensure proper connection. 2 Min. Deck Joist 1-5/8 Min. 5 Max. Lag screws or bolts: staggered in top and bottom of ledger board 2 Min. Existing sill plate Existing foundation Existing floor joist R507.3 Wood/plastic composites. Wood/plastic composites used in exterior deck boards, stair treads, handrails and guardrail systems shall bear a label indicating the required performance levels and demonstrating compliance with the provisions of ASTM D 7032 R Installation of wood/plastic composites. Wood/plastic composites shall be installed in accordance with the manufacturer s instructions. 8
10 Deck joists ATTACHING BAND BOARD TO CONCRETE OR SOLID MASONRY WALL Instead of bolting through concrete walls you may attach deck ledger board by a sleeve anchor made for a 1/2 diameter bolt and set a minimum 4 into the concrete wall. Deck joist Existing concrete wall Sleeve anchor for 1/2 Diameter bolt 4 Min. Embedment into concrete Joists that do not set on a ledge must set in joist hanger of proper size for the member it is carrying and all holes in joist hangers must be filled with the appropriate size and type fasteners. ATTACHING DECK TO A BAY WINDOW Size beams to carry floor loads at bay window All joist and beams must rest in proper hangers Joist hangers Install a beam to bridge across front of bay window. Set beam in proper hangers. Beam must be properly sized for the span and all loads imposed. Existing bay window Deck ledger board securely attached to house. 9
11 4 8-1/4 MAX. 34 MIN 38 MAX DECK STAIR DETAILS The greatest riser height within a flight of stairs shall not exceed the smallest by more than 3/8. If using the top of the guardrail for handrail the railing must be set a min. 34 and a maximum 38 above the leading edge of the stair tread. The rail can be no wider than 2-5/8 and meet the requirements for handrails. 9 MIN. All openings on stair guard rail must be less than 4-3/8. Openings in guard rail on decks or platforms must be less than 4 Bottom of stair riser must rest on solid material or post in footing Openings at the back of stairs must be less than 4 This space shall not allow the passage of a 6 sphere STAIR TREADS AND RISERS The greatest tread depth withn any flight of stairs shall not exceed the smallest by more than 3/8 9 MIN. The openings at the back of the stairs must be less than 4 All stairs must overhang a MIN. 3/4 and a MAX. 1-1/4 10
12 STAIR AND HANDRAIL DETAILS Handrails are required on all stairs with 4 or more risers Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. All handrails must return into a wall or post If using the top of the guardrail as the required handrail it must be no wider than 2-5/8 and graspable. GRASPABLE HANDRAILS A 2 x 4, 2 X6 or 2 X 8 stood on edge Can not be used as a handrail Unless it has been altered to be graspable Maximum handrail width for any type handrail is 2-5/8 2-5/8 Grooves routered into top railing to make graspable Corners of handrails must have a minimum 1/8 radius 11
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